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    Biaxial Loading of Offshore Monopiles: Numerical Modeling 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): Brian B. Sheil; Bryan A. McCabe
    Publisher: American Society of Civil Engineers
    Abstract: In this study, finite-element (FE) modeling was used to examine the influence of biaxial lateral loading of a monopile foundation. Two different soil models were adopted to investigate the influence of state-dependent and ...
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    Small Stone-Column Groups: Mechanisms of Deformation at Serviceability Limit State 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Bryan A. McCabe; Micheál M. Killeen
    Publisher: American Society of Civil Engineers
    Abstract: Stone columns are a popular form of ground improvement that can be applied to a variety of foundation solutions involving soft soil deposits. Many design methods are based on an assumption that columns with a length-to-diameter ...
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    Applicability of CPT Capacity Prediction Methods to Driven Cast-In-Situ Piles in Granular Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020170
    Author(s): Kevin N. Flynn; Bryan A. McCabe
    Publisher: ASCE
    Abstract: Databases used in developing cone penetration test (CPT)-based design methods for driven piles have been dominated by data for the preformed variant, with the driven cast-in-situ (DCIS) pile category poorly represented. A ...
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    Evidence of Stabilized Peat as a Net Carbon Sink 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 003
    Author(s): Alan R. Duggan; Bryan A. McCabe; Jamie Goggins; Eoghan Clifford
    Publisher: American Society of Civil Engineers
    Abstract: Mass stabilization, a ground improvement solution used for construction in peatlands, involves mixing suitable dry binders into the peat, increasing strength and stiffness and reducing permeability. A previous pilot study ...
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